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[1]崔铁军,马云东.基于FLAC3D的盾构隧道施工过程建模影响因素分析[J].中国安全生产科学技术,2013,9(10):15-20.[doi:10.11731/j.issn.1673-193x.2013.10.003]
　CUI Tei jun,MA Yun dong.Analysis on influence factors of modeling for construction process of shield tunnel based on FLAC3D[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2013,9(10):15-20.[doi:10.11731/j.issn.1673-193x.2013.10.003]
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基于FLAC3D的盾构隧道施工过程建模影响因素分析
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
9
期数:
2013年10期
页码:
15-20
栏目:
学术论著
出版日期:
2013-10-30

文章信息/Info

Title:
Analysis on influence factors of modeling for construction process of shield tunnel based on FLAC3D
作者:
崔铁军1; 2; 3; 马云东2
(1. 辽宁工程技术大学 安全科学与工程学院，辽宁阜新123000； 2. 大连交通大学 辽宁省隧道与地下结构工程技术研究中心, 大连116028； 3. 沈阳华慧科技有限公司，辽宁沈阳110000）
Author(s):
CUI Teijun1; 2; 3;  MA Yundong2
(1.College of Safety Science and Engineering, Liaoning Technical University, Fuxin Liaoning 123000, China; 2. Tunnel & Underground Structure Engineering Center of Liaoning, Dalian Jiaotong University, Dalian Liaoning 116028, China; 3. Shenyang China WitTech Company, Shenyang Liaoning 110000, China）
关键词:
盾构施工建模; FLAC3D模拟; 傅里叶变换; 影响因素分析
Keywords:
onstruction process simulation of shield tunnel;  FLAC3D simulation;  Fourier transform;  influence factors analysis
分类号:
U231+.96；X9134
DOI:
10.11731/j.issn.1673-193x.2013.10.003
文献标志码:
A
摘要:
基于FLAC3D对盾构隧道施工过程模拟，研究建模影响因素及其影响程度。首先，综合隧道开挖过程中盾构机前体与岩土层间相互作用的影响因素来模拟隧道开挖过程，确定地表沉降和隧道垂直（Z）方向应力；然后，分别模拟去除其中一种因素后的隧道开挖过程，并求出相应的地表沉降和隧道垂向应力；最后，基于傅里叶变换对各种情况下的地表沉降量和应力应变状况进行比较分析，找出各因素对建模的影响程度，从而为利用FLAC3D进行盾构隧道施工模拟时的影响因子的选择提供参考。研究结果表明：一方面，建模过程中的各种因素对地表沉降的影响大于对隧道Z向压力影响；另一方面，盾构机推进给作业面土体压力、盾尾灌浆延迟于管片拼装造成的暂时对土体支护力不足、盾构机刀盘转动给作业面土体的扭力等因素对模型解算造成的影响最大。
Abstract:
The influence factors and impact of modeling for construction process simulation of shield tunnel based on FLAC3D were studied. Firstly, by integrating the influence factors of interaction between the shield machine precursor and rock and soil, the process of tunnel excavation was simulated to determine the surface subsidence and tunnel vertical(Z) stress; Secondly, the process of tunnel excavation after removal of one factor was simulated respectively, and the corresponding surface subsidence and tunnel vertical stress were derived; Finally, the quantity of surface subsidence and the stress and strain status under various conditions were compared and analyzed based on Fourier transform. The impact of each factor on modeling was found out, so as to provide reference for the selection of influence factors when simulating the construction process of shield tunnel by FLAC3D. The results showed that on the one hand, the influence of various factors on surface subsidence were larger than that on tunnel vertical(Z) stress in modeling process; on the other hand, the following factors made the greatest impact on the model solution: the pressure on work surface soil by shield machine advancing, the temporary insufficient supporting capacity to soil by delaying of shield tail grouting to segment erection, and the torque to work surface soil by cutter rotation of shield machine.

参考文献/References:

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备注/Memo

备注/Memo:
国家自然科学基金项目资助（5105003）；大连市科技计划项目资助（2011E15SF118）
更新日期/Last Update: 2013-10-30